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ADITYA BHOSLE ARCHITECT MArch Architectural Association Design Research Laboratory

Design Profile


REFERENCES THEODORE SPYROPOULOS Director - Minimaforms Director - AADRL AA School of Architecure theo@minimaforms.com SHAJAY BHOOSHAN Designer - Zaha Hadid Architects Course Master - AADRL AA School of Architecure shajay.bhooshan@zaha-hadid.com KAMAL S MALIK Director - Malik Architecture 2nd Floor, Kaiser-I-Hind, Ballard Estate, Mumbai - 400001. kamal@malikarchitecture.com

PUNE UNIVERSITY, INDIA

MALIK ARCHITECTURE, MUMBAI, INDIA

STUDIOHAUS, PUNE, INDIA

AA SCHOOL DESIGN RESEARCH LABORATORY

ARCHITECTURAL ASSOCIATION SCHOOL OF ARCHITECTURE



ADITYA BHOSLE ARCHITECT (Registered- Council of Architecture, India)

4th APRIL 1989 22 Wendover Court, Finchley Road, London. NW2 2PG +447535927422 adibhosle@gmail.com

Education 2014-2016

Architectural Association | School Of Architecture Design Research Laboratory | MArch Architecture and Urbanism

2006-2011

Sinhgad College Of Architecture, Pune, Maharashtra, India Bachelor of Architecture (B.Arch.)

2004-2006

M.I.T Junior College, Pune, Maharashtra, India

1994-2004

Rosary High School, Pune, Maharashtra, India

Professional Architect

Architectural Intern

Work Experience StudioHAUS

MALIK ARCHITECTURE

Pune, Maharashtra, India Principal architect- Ar. Kunal Seolakar January 2014 - August 2014

Mumbai, Maharashtra, India Principal Architect- Ar. KAMAL S MALIK July 2011 - July 2013

InFORM ARCHITECTS Bangalore, India Principal Architects- Ar. KIRAN VENKATESH & Ar. NITHYA SRINIVASAN June 2010 - October 2010

Software Skills AutoCAD, Revit, Maya, Rhinoceros, Grasshopper for Rhinoceros, Revit, Vectorworks, SketchUP with VRay Code- C++, Arduino Adobe Photoshop, Adobe After Effects, InDesign, Microsoft office Word, PowerPoint, Excel. Robotic Arm software - RobotStudio (ABB), KUKAprc, Nachi.


Language skills English Marathi (native) Hindi

Achievements HUNKAAR - Short listed in top 10 - in the Annual National Design Competition conducted by NASA, SRM Chennai 2009 (Lead the Team) Architectural Thesis - Chosen as one of the representative entry of the college for NIASA, 2011 Awarded second position for Best Design in CONSTRO (exhibition on Construction Machinery, Materials Methods and Projects) Entrance Gate Design Competition, Pune 2007 (group work) EUCLIRON - Short listed in top 10 - in the National Design Competition conducted by NASA (National Association of Students of Architecture), MANIT Bhopal 2008 (Group work)

Workshops ODICO aDenmark - A workshop held by Shajay Bhooshan studio with Asbjørn Søndergaard and Anders Bundsgaard to operate an industrial robotic arm (ABB). IAAC Barcelona - A 3D printing workshop using a industrial robotic Arm with ALEXANDRE DUBOR (Digital and Robotic Fabrication & R+D.) and the students.

Other Interests Member of FEED (Forum of Exchange and Excellence in Design) attended seminars and lectures by architects around the world, namely, Ar. Charles Correa, Ar. Jimmy Lim, Ar. B. V. Doshi, Ar. Martha Schwartz, etc. Hosted Annual NASA (National Association of Students of Architecture) the largest Architectural Student Organizations in the world with student participants from more than two hundred colleges all over the India and countries around the world. Photography, Graphics design, Cricket, football, Table Tennis. Aeron Hockey - HERMAN MILLER Played at corporate level in Mumbai (Represented MALIK ARCHITECTURE) Won the AERON HOCKEY championship in Mumbai, 2012 Awarded Man of the Match for Semi-Finals and Finals for the same. Played at NATIONAL LEVEL AERON HOCKEY CHAMPIONSHIP (Represented Mumbai City), 2013



CONTENTS M.arch Architecture & Urbanism (DRL) loci STUDIO SHAJAY BHOOSHAN

Professional Profile

Academic Profile

Interests

ADHIRAJ RESIDENTIAL COMPLEX

CRICKET STADIUM pune Architectural Thesis

ADHIRAJ MARKETING OFFICE

SUR HENNING Extension Of Factory Bangalore

ADHIRAJ CLUB HOUSE

EUCLIRON The People’s Mall

ADHIRAJ COMMERCIAL PLAZA

HUNKAAR Tribute to a Poet

OXFORD PROPERTIS HEADQUATERS

KESHOPUR BIRD SANCTUARY

SIN ENVY PRIDE BAR - LOUNGE

SYRRAKO REATAURANT


ADHIRAJ RESIDENTIAL COMPLEX

Client Adhiraj Constructions. Year - 2011 Team Ar. Kamal Malik, Ar. Sagarika Suri, Ar. Aditya Bhosle

MALIK ARCHITECTURE


Adhiraj Residential Complex, located at Kharghar, Navi Mumbai. It is a self sufficient township spread across 40 acres of land. It is located in Sector 36 in Kharghar along the 4 lane NH4. The project is a 20 minute drive from MIDC and Millennium Business Park, 10 minute drive to Navi Mumbai and 5 minute walk to two proposed metro stations.


VEHICULAR CIRCULATION

PEDESTRIAN CIRCULATION

Site dimensions and design enable easy workability between buildings. Vehicular circulation is restricted to the perimeter of the site to enhance the pedestrian experience within the site and on the podium. One way vehicular movement along the perimeter allows ease of traffic flow, giving greater importance to cyclists and pedestrians. Podium and basement parking is accessed from the peripheral road. Central spine is designed to allow easy movement of fire tender in case of emergency, otherwise it functions as a pedestrian spine. Unhindered bike and pedestrian access throughout the site is ensured through comfortable ramps, shaded pathways and a complete absence of vehicles except at the perimeter MALIK ARCHITECTURE


GREEN ZONES AND WATER BODIES

Podium Level Green Spaces

Road level Green Spaces

Journey of the River

Fingers form green belts that move between structures providing views and enriching the ambience

Maximizing the positive potentials of the natural resources and minimize the negative effects of the same, the design aids in controlling temperature, humidity, radiant temperature of surfaces, wind speed, air quality, natural ventilation, shading etc.. This is achieved by, orientation, landscapes, materials and colors. An adaptable landscape is developed throughout the site that can adjust to the thermal changes, air quality, acoustical and light requirements of different areas and provide a level of comfort. Pedestrian movement is provided with variable shading systems that include natural or constructed shading. An evaporative cooling system in the form of a water body reduces ambient temperature.


THE AMENITIES

A water channel flows along the central pedestrian spine and the amenities for the complex have been developed along it, akin to how ancient settlements developed along the banks of rivers. The ascent to the more private residential courts occurs from the spine through stepped plazas and landscaped community areas. MALIK ARCHITECTURE


The complex is accessed from a pedestrian entrance plaza. An iconic marketing office marks the entrance. The entrance plaza is designed as a landscaped space leading to the main pedestrian spine through the complex.


THE MARKETING OFFICE

Team Ar. Kamal Malik, Ar. Aditya Bhosle To design a marketing office for the residential site which includes the admin staff, sales executives and sample flats for display. It is proposed to be converted into a gallery cum cultural hub for the area after the complex has been occupied and the requirement of the marketing office is reduced. Concept The marketing office is designed in such a way that later it will be used as an art gallery with a cafe and a book shop. There is a viewing gallery at a height of 35m which will be use to show the buyers the overall site development as well as the vista of the central spine. The tube is a clean mass with glass faรงade just enough to get in the north light. The mock-ups are placed is such a way that they look suspended and these volumes are connected with bridges and staircases. MALIK ARCHITECTURE


Viewing Gallery & cafe 3BHK sample flat Audio Visual Room 2BHK sample flat Book Shop

Initial sketch

Design Development

Structure

Conceptual section

Sales Executives 2BHK sample flat


8

7

8'

4

5

6

3

1

2

1'

42.000 6.000

2.160

6.000

7.550

4.990

4.660

8.970

3.830

2.040

I UP 3.285

H

6.265

WAITING AREA

DROP OFF

ENTRANCE

STORAGE

14.000

MEETING ROOM

VISITING DIRECTOR

3.715

6.205

Y

5

9.665

F

9.23

2 CRO

3.285

ACCOUNTANTS MEETING ROOM

G

3.720

RECEPTION XEROX AND PRINTING

2 CRO

OFFICER'S CABIN

E 20째

UP

PANTRY

ERS

D 4.90 0

LOCK

B'

6.000

26.3 00

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C

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A' 3.60

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MALIK ARCHITECTURE

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6.000

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B

3.600

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C

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8

7

8'

4

5

6

3

1

2

8

1'

7

8'

4

5

6

6.000

7.550

3

1

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4.990

4.660

8.970

3.830

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6.000

6.000

7.550

4.990

4.660

8.970

3.830

2.040

TERRACE

I

I

3.285

3.285

[10'-7"] [10'-8"] 3.230 3.255

[11'-7"] [11'-8"] 3.535 3.560 [4'-10"] [5'] 1.475 1.525

BEDROOM

BEDROOM [3'-7"] 1.095

DINING [11'-8"] [11'-7"] 3.560 3.535

BEDROOM MASTER [8'] [8'-2"] 2.440 2.490

KITCHEN [11'-4 1/2"] [14'-7 1/2"] 3.465 4.460

[3'] 0.920

9.235

9.235

[12'-2"] [12'-1"] 3.705 3.680

[12'-6"] [12'-6"] 3.805

[14'] [14'-1"] 4.265 4.290

[8'-5"] [8'-3"] 2.565 2.515

[10'-10 [10'-11 1/2"] 3.310 3.335

[10'-10"] [10'-9"] 3.305 3.280

ROOM LIVING

[3'-4"] 1.015

G

3.720

[7'-6 1/2"] 2.300

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UP

3BHK SAMPLE FLAT

14.000

G

3.720

[7'-1 1/2"] [7'-2 2.175 2.200

CAFE

14.000

Y

3.715

[8'] [8'-2"] 2.440 2.490

AUDIO VISUAL ROOM 3.715

[5'-2"] 1.575

H

H

[4'-10"] [4'-8"] 1.470 1.420

[15'-9"] [15'-10"] 4.795 4.820

MEETING ROOM

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3.600

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AREA

6a 4.650

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2.200

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6.000

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2.200

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4a

4a 3a

3a

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3.160

A

X

Third tfloor

X

Viewing gallery


THE CLUB

Client Adhiraj Constructions. Year - 2011 Team Ar. Kamal Malik, Ar. Sagarika Suri Ar. Aditya Bhosle Design To design a club for the residential complex along the spine, which includes indoor sports, restaurants, swiming pools and gymnasium. MALIK ARCHITECTURE


Concept The entire club is merged with the podium which is planned with restaurants and leisure pools. The sports section is planned in the basement with required light and ventilation. The floating mass spanning over consist of gymnasium spa and a lap pool with a deck.


THE CLUB

Entrance Level Plan

Basement Level Plan

MALIK ARCHITECTURE

Podium level Plan


Gymnasium & Spa Level Plan

Section

Pool & Deck Level Plan

The club is equipped for leisure as well as serious sports and games. The lower levels along the water body have restaurants and lounge spaces which spill on to the banks of the kund. The upper levels have three pools: two leisure pools on the lower level and a professional pool on the terrace. A state of the art Gymnasium spans across the club, while the indoor sports facilities are located in the basement. In addition three outdoor tennis courts have also been provided.


THE COMMERCIAL PLAZA

Client Adhiraj Constructions. Year - 2011 Team Ar. Kamal Malik, Ar. Sagarika Suri Ar. Aditya Bhosle Design To design a commercial plaza for the residential complex along the spine, retail shops, clinics, library and community halls MALIK ARCHITECTURE


The plaza is designed in a stepped form, which merges with the podium. The gathering spaces are the blocks cantilevering over the plaza. The commercial plaza is divided with a stream of water which blends with the surrounding landscape.


THE COMMERCIAL PLAZA

Road Level Plan

1st Podium Level Plan MALIK ARCHITECTURE

2nd Podium Level Plan


The commercial complex is designed as an outdoor plaza which combines indoor shopping and other specialized services with outdoor spaces for community events and outdoor markets. The plaza occurs in two stepped levels which lead to the upper podium levels of the residential towers and landscaped courts. Besides shops of different sizes, the plaza has a health care poly clinic, a large book and music store and a community hall. SECTIONS


KESHOPUR BIRD SANCTUARY

Client Punjab Tourism Development. Keshopur Ar. Netramohan Changmai, Ar. Aditya Bhosle To design an administration block for a bird sanctuary for Punjab tourism development. The Idea Behind | The Interpretation Center is the first platform of introduction to the Bird Sanctuary. The Structure was perceived as light structure almost shooting up from the ground like a bird ready for its flight. The base is designed to reflect the essence of a nest. The activities of the Interpretation Centre has been planned and arranged around circular forms. The Interpretation Centre is more of a pavilion and a court rather than rooms arranged in rows. The Idea behind the circular forms or chamfered corners of the room is that it has an organic appeal and its interaction with the earth mound creates a curve line almost depicting the flight pattern of a Bird. FREELANCE


The Design Idea behind the project was to create a space which was in constant connection with the sky visually. A Bird rests and settles down in its nest but it always looks up to the sky. So an attempt has been made to visually connect the interiors of Structure to the sky thereby maximizing daylight and at same time creating a sense of openness. The massing of the structure has been divided into two parts, a well settled lower part is designed with exposed bricks which houses all functions. The Brick walls have been reinforced to meet the to make it a seismically safe Structure. Whereas the upper roof is designed to signify complete freedom like a bird’s wing. It had been opened up towards the north side to allow diffused light into the interiors. The Roof has been designed with DANPALON, in order to achieve translucency and insulation at the same time. The Logic of earth berm The earth berm helps in absorbing heat during summer thereby reducing the inside temperature. During winter it helps in keeping the inside warm by radiating heat. It also creates an impression that the lower part of the Structure is an integral part of earth.


Circulation | The interiors of the Structure have been designed with an open layout giving a person to brisk around with complete freedom. Each interior space is connected visually to the external landscaped area. A scale model of the Bird Sanctuary has been strategically placed in a doubled-height space to orient the visitors before going for the actual trip. The Cafeteria is also completely open on one side connecting it to the nearby paddy fields, thereby giving an opportunity to enjoy the rural context.

FREELANCE


PARKING | The Parking has been completely isolated and well hidden from the main Structure, thereby making the barrier free space.


LANDSCAPE

Client Adhiraj Constructions. Ar. Kamal Malik, Ar. Sagarika Suri, Ar. Binaifer Ar. Aditya Bhosle The towers are designed with an over-riding motive to provide neighbourhood spaces at various levels along the site area and height of the buildings. Each tower has been designed in clusters of 5 levels that swivel every 5 floors thus forming open spaces along the height of the tower. These opens spaces host major functions such as refuge floors and otherwise lounge areas. The lounge areas give a 5 storey neighbourhood scale to each swivel thus reducing the impact of living in a tower and emulating a ground connection even at the highest level. MALIK ARCHITECTURE


Hence various levels of landscapes are created giving the homeowner a plethora of choices for recreation, socializing and entertainment. Each five storey neighbourhood will develop with a theme of its own along the height of the tower. Balconies overlooking these landscape areas provide monitoring opportunities for parents who can send kids to play in these small parks without attendants. Themes for the neighbourhood clusters are developed for all age groups thus providing localized gathering spaces without having to leave the security of the building. Neighbourhood clusters that will house kids play areas, seating and socializing spaces for the elderly, community barbecue areas all formulating the various neighbourhood clusters forming along the height of the tower. There are two entrance lobbies to each tower, one at the RG level and the other at the road level. The lobbies house security and help-desk with a large waiting lounge adorned with local artwork. A water body and landscape adjoining the entrance lounge waiting area provides a tranquil setting.


CRICKET STADIUM PUNE

Year - 2011 Guide Ar. Sudhir Chavan Design To design a stadium as a home ground for IPL team pune warriors, as well as the head quarters for BCCI with a capacity of 50,000 spectators and a parking for 4000 cars n 5000 bikes. ACADEMIC PROJECTS (Architectural thesis)


SITE Plan


First Tier Plan

Second Tier Plan

First Tier Capacity 20000 spectators. Tier is in two levels, these levels are provided with separate entries points from level +2.55 m. The utilities are planned under the stands. ACADEMIC PROJECTS (Architectural thesis)


Third Tier Plan

Second Tier Capacity 12000 spectators.Tier is in two levels, these levels are provided with one entry point from level +16.89 m.

Third Tier Capacity 15000 spectators.Tier is in two levels, these levels are provided with one entry point from level +26.55 m.


Pavilion End

ACADEMIC PROJECTS (Architectural thesis)


Pavilion End The large span of the pavilion end is achieved using girders which rest on the staircase cores connecting the tiers. The BCCI headquarters is designed with a helipad. the floating mass is restricted to VIP’s and players.


OXFORD PROPERTIES

Floor layout

OXFORD PROPERTIES 2014 Kunaal seolaker, Ar. Aditya Bhosle

Furniture Design StudioHAUS

The headquarters the brand values in its aesthetics. It was an exercise crafting a spatial solution that was both an experiential space for the brand as well as conducive to house it’s corporate workings. To maintain the desired look, studioHAUS incorporated marmara marble, textured glass, polished concrete with a resin coating and copper accents. Floor to ceiling textured glass walls were planned to maximise translucency and natural light.



SIN ENVY PRIDE - LOUNGE

Floor Layout

DSK 2014 Kunaal seolaker Ar. Aditya Bhosle The indetity of the Rooftop bar & lounge lies in its aesthetics and the view it overlooks. Building on these concepts, we took care to achieve a fine balance between contemporary design aesthetics and ensuring harmony with the gorgeous external views of the city and the river. StudioHAUS



SYRRAKO - RESTAURANT

Floor Layout

DSK 2014 Kunaal seolaker Ar. Aditya Bhosle The Resturant was design with a concept of a iceberg. It was an exercise crafting a spatial solution that was both a space as an identity for the retaurant as well as conducive to house it’s dining area. To maintain the desired look, studioHAUS incorporated marmara marble, StudioHAUS



L OCI

AADRL STUDIO SHAJAY BHOOSHAN ADITYA BHOSLE LYUDMYLA SEMENYSHYN RAMZI OMAR

Research frame The studio research agenda explores the use of combined technologies, robotic arms and 3d printing, in the architectural design. Nowadays, numerous investigations on materials and fabrication methods have been undertaken, in order to produce printed structures. The growing interest in material research and digital fabrication is challenging the conventional approach to architecture.

AADRL


Bending Strategies

Material investigation aims to develop the potentiality in the architectural field of existing 3d printing filament available in the market. PLA Plastic was chosen due to its physical and chemical properties. It is a malleable material, which can be easily repaired, bended and welded when heated. Once this material is engineered, new physical properties characterised it. Offering further advantages and the capability to create structural networks.

Programmable Material

Material Behaviour The next step was to study how a network of strands respond to different bending strategies in order to obtain forms that respond to structural and aesthetic requirements.


DESIGNING THE END-EFFECTOR

Manual Extruder

Multi-Nozzle Manual Extruder

Multi-Nozzle PLA Extruder V1.0

Multi-Nozzle PLA Extruder V2.0

A series of end effectors are designed through our research to automate the fabrication process based on the material behaviour and architectural intention For the customization of industrial robotic arm it is essential to design an end effector that allow the extrusion of the material following the requirements of resolution and time of printing previously explained in the material section. Furthermore, this robotic technology should be controlled through computational data. The material is meant to be extruded by the end effector also it should be able to print to at any angle. The images below show the design development of the end effector to achieve a fully automated and controlled printing tools. AADRL


Slip ring used in wind turbine 3mm thk filaments PLA filaments-proxy

Spools to hold the filaments in place Metallic plates to hold the spools in place Arduino board to control the rotation and extrusion Microstep driver to control speed of rotation 24amp Dc motor for power supply

Wooden and metallic plates to connect the end effector with robot

Stepper motors to push the material Ball bearing for smooth rotation Rotating spine PLA tracks Main gear and driving gear Stepper motor to rotate the plates Connecting rods

Plastic tubes Pneumatic connectors Adjustable holders

Extruder nozzles with 3mm wide openings heats the material to form semi solid


CONSTRAINT STUDIES DIGITAL ANALYSIS OF TENSION BENDING

Digital simulation using Grasshopper AADRL

The number and of the constraints for tension bending, should be studied in order to optimise the use of material and generate negative curvature forms. The digital studies show how the number and position of the constraints modify the curvature of the element, while the coloured graph shows the areas where a compression network should be added.


Printing Speed Test (micro) A good resolution of Material output Accurate tension for printing

Printing Process (macro) Network of member for stability Sequence of printing Temporary supports

Scanning (Feedback) Feedback loop Connecting the digital and physical world

Fabrication Test Tests were undertaken to understand how the robotic arm could be used to translate the virtual into physical models. At a micro scale, the printing speed was tested to define an accurate tension for printing that offered a good resolution of the material output. On the other hand, at a macro scale the printing process was examined. The sequence of printing should be established based on the networks for tension bending, to ensure the stability of the structure during the printing process. Physical and virtual models can differ due to the multiple factors that affect the printing process. The differences can be defined by scanning using a feedback loop.


SCANNING END-EFFECTOR PROXIMITY SENSOR

Sensor based single nozzle extruder AADRL

A single nozzle end-effector was designed to operate on a sensor, the actuation of the printing is controlled by the proximity senor, the extruder only switches on when a strand within its scanning range. The nozzle is mounted with a proximity sensor, the sensor is controlled through an Arduino board, the distance values from the sensor and stored by the Arduino and based on particular range of value the nozzle is actuated. The LED at nozzle indicates the existence of a strand in from of the nozzle.The end-effector being connected to the robotic arm it is easy update the co-ordinates of the physical model based on a digital model.


SCANNING AND PRINTING NACHI

Scanning physical model

Remapping

Printing

The physical model was scanned based on the digital geometry, every point from the digital model was remapped using and LED indicator.

The points from the digital simulation are remapped based on the physical model and the digital model is updated.

Once the digital model is updated according to the physical model, this geometry can be then use to print the compression network i.e. bracing on the component.

The robot is fed with the list points extracted from the simulation and every point from the list is retraced on the physical models and the X,Y,Z co-ordinates of the last axis is stored.

The updated points are again fed to robot to see if it coincides with the physical models, this can be easily checked with the help of a LED indicator as the LED stays on throughout its tool path. The figure on the left show the LED activated as the sensor detects the primary member within its proximity.

The same sensor based end-effector is used to brace the component. The material used for bracing is PLA same as the material used for the printed component.


MATERAL FABRICATION DESIGNING THE PROTOTYPE

Taking into account all the previous research on material behaviour and robotic fabrication, a prototype was designed. certain tests were performed in order to test the concept of bending, the anchor point, the control points of the material, and principally, the material integrity itself. The initial test performed at a large scale meant to prove whether the material composition of the system could actually behave as hypothesized. The network and printing process is based on the material behaviour. By the superimposition of printed elements, the base branches out in multiple connections. AADRL


Fabrication Process

FABRICATION CELL DESIGN AND ROBOTIC CHOREOGRAPHY

Bundling was employed to allow the branching out from a single base structure. This technique increased the cross section of the base component, enhancing the stability during print process and leading to a structure that admits further spanning.


Connection studies

Fluid forms AADRL


DESIGN PROCESS: In the earlier attempts to form a design process, several strategies that through trial and error formed the current design methodology were investigated. It is essential to point out the main goals of this research so as to make the concepts behind the current process more easily understood and also demonstrate the continuity of the research analysis. Segmented forms

A series of physical models were generated, based on design intuition and observations on the material behaviour. Starting from simple setup, the fundamental structural concept of bending active structures were studies, while the initial design concepts were being generated. Essential observations were made during this stage of the research. Such as the importance of the network in opposition to the structural behaviour of single elements. In this phase, the use of experimental form finding methods led to the definition of the material constraints and liberations, as well as to the perception of the design potentials of the system. The latter formed the design tools that were used in the later research.

Looping forms


Structure and surface

Structural analysis and assembly of units to form a space


DESIGN APPLICATION: Form Finding Process The target is to apply all the concepts developed through material research, robotic fabrication and computational design process, to design of a House These case studies in the history of plastic architecture were looked upon analysing them based on construction, connections and expansion. The process shows the geometric evolution and the form finding process. A sequence of steps developed to achieve geometrical possibilities.. Using a unit as a form finding module. The images show how we can apply our structural system based on material behavior. The process of layer printing is used to create a surface as explained previously. The deflection analysis shows the area where the surface density need to be maximized. An aggregation of these individual modular unit results in the form finding process

DESIGN House Evolution


2832

2560

SERVICES

9526

3080

TERRACE FLOOR +33.600

10612 AREA= 17.11SQ. M

3972

3173 3101

6TH FLOOR +21.900

1343

3177

6400

900

SERVICES

6.40 X 5.40 M AREA=36.97 SQ.M 412

5432

2088

200

3478

999

2000

600

1200

5TH FLOOR +18.000

2800

7276

450

450

900

10583

DN

10754

900

4598

900

2275

750

875

UP

4TH FLOOR +14.100

3685 600

7620

ROLLING SHUTT

ER

LOADING OF

SERVICE FLOOR +11.700

CORE 02

1696

800

LIFT SHAFT

DN

4917

OPEN BELOW

1148

5884

12848

7199

8376

900

750

9551

21322

2968

OPEN BELOW

7TH FLOOR +25.800

2150

1800

15243

5045

9476 799

1154 1000

2000

9

GE

LVL: 119.00 M

750 700

KOTAH FLOORING

1967

1000

8TH FLOOR +29.700

4300

LOBBY

2013

1000 1850

1000 2098

SQ.M

ARTIST'S LOUN

900

PHE DUCT

DN

6.40 X 9.55 M AREA=45.77 SQ.M

APRON BELOW

AREA= 286.30

UP

UP

6400

2364

LOBBY / CAFE TERIA/ EXHIBITION

OPEN BELOW

DN

CORE 01

1800

900

5200

9954

4227 1500

4267

7 848

6763 1975

1950

TENTH FLOOR LVL +37.500

AREA= 11.76 SQ. M 300

3307

250

10375

8

854

3001

LVL: 115.538 M

7

7554

903

DN

4

5 6

8959

4871

UP

6508

3

UP

904

AREA= 79.69 SQ. M

1400

PHE DUCT

4617

904

10658

904

11949

5236

A

B

2450

2562

25228

OPEN BELOW

904

903

7229

C

D

E DN

2587

14604

2558

4367

2

F

903

ARTIST'S LOUNGE

G

H

J

K

2330

M

1

SETS

HOIST ARRANGEM

ENT CANOPY

2ND FLOOR +7.800

REMARKS

FIRE RESISTANT DOOR

W10

FLUSH DOOR

3.5MX1.3M

1

ALUMINIUM WINDOW

PVC COATED DOOR

W11

ALUMINIUM WINDOW

DH DP1

0.75MX2.2M 0.75MX2.2M

7 8

FIRE RESISTANT DOOR FIRE RESISTANT DOOR

1.5MX2.2M 3.0MX2.2M

2 1

FLUSH DOOR ALUMINIUM DOOR

W12

2.13MX1.3M

1

ALUMINIUM WINDOW

DP2

0.75MX2.2M

7

FIRE RESISTANT DOOR

FW3

9.5MX1.3M

1

ALUMINIUM WINDOW

DP3

0.75MX2.2M

7

FIRE RESISTANT DOOR

ED2

9.45MX2.2M

1

ALUMINIUM DOOR

SW3

9.5MX1.3M

1

ALUMINIUM WINDOW

5.3MX1.3M

1

1200

78

00 10

1500

3948 2012

LIFT PIT

750

450

15279

675

4850

556

412

1500

1000

1750

1550

600

1450

600

1200

1650

SECTI

CERAMIC FLOORING

300

1000

750

8272

1500

10407

FC

550

1600

1500

1N 1S

12848

10756

4598

900

2275

725

600

7620

450

725

1295 800

1.241

2N 2S

125 750

800 700

2300

1000

2ND BASEMENT -8.000

750 700

9550 550

3441

550

2100

1400

1400 999

1770

750

7E 7W

8E 8W

CORE 02

KOTAH FLOORING

899 8476

1050

450

2050

250

9E 9W

1500

4035

200

75

44 2220

900

5430

9319 761

3219

1200

1318

750

LVL: 101.40 M

2000

3N 3S

4600

1400

5E 5W

6E 6W

12E 12W

B22 800X1200

2.6

45

0.0

35

31 UP

°

4. 5.

3 29

1.2MX2.2M

5

REMARKS

KEY PLAN DIMENSION

NO.

FIRE RESISTANT DOOR SHAKTI MET DOOR

ED3

ALUMINIUM DOOR

PW1

0.60MX0.6M

405

PATTERN WINDOW

ED4

3.5MX2.1M

1

ALUMINIUM WINDOW

PW2

0.90MX0.9M

48

PATTERN WINDOW

FLUSH DOOR

ED5 W1

5.2MX2.1M 4.3MX1.3M

1 3

ALUMINIUM WINDOW ALUMINIUM WINDOW

D2

2.0MX2.2M

1

SHAKTIMET DOOR

D2A

2.0MX2.2M

1

FLUSH DOOR

D3 D4

1.0MX2.2M 1.5MX2.2M

12 3

FLUSH DOOR SHAKTI MET DOOR

NAME

W2 W3 W4

DIMENSION 5.7MX2.2M

4.3MX1.3M 4.3MX1.3M 4.3MX1.3M

NO. 1

3 7 7

REMARKS

NAME

ALUMINIUM WINDOW ALUMINIUM WINDOW

2.0MX2.2M

1

FLUSH DOOR

W5

5.5MX1.3M

4

ALUMINIUM WINDOW

NAME

0.9MX2.2M

4

PVC COATED DOOR

W6

2.13MX1.3M

3

ALUMINIUM WINDOW

DF1

0.75MX2.2M

39

D9

D8

1.0MX2.2M

10

D9A

1.0MX2.2M

2

PVC COATED DOOR FLUSH DOOR PVC COATED DOOR

W7 W8 W9

3.5MX1.3M 5.2MX1.3M 5.5MX1.3M

3 3 1

ALUMINIUM WINDOW

DF2 DC1

ALUMINIUM WINDOW ALUMINIUM WINDOW

NO.

DIMENSION 0.75MX2.2M

9

0.75MX2.2M 0.75MX2.2M

9 16

ALUMINIUM WINDOW

DH DP1

0.75MX2.2M 0.75MX2.2M

7 8

FIRE RESISTANT DOOR FIRE RESISTANT DOOR

FLUSH DOOR ALUMINIUM DOOR

W12

2.13MX1.3M

1

ALUMINIUM WINDOW

DP2

0.75MX2.2M

7

FIRE RESISTANT DOOR

FW3

9.5MX1.3M

1

ALUMINIUM WINDOW

DP3

0.75MX2.2M

7

FIRE RESISTANT DOOR

1

ALUMINIUM DOOR

SW3

9.5MX1.3M

1

ALUMINIUM WINDOW

9

W10

3.5MX1.3M 5.3MX1.3M

1 1

ALUMINIUM WINDOW

FIRE RESISTANT DOOR

1.

BENGALURU OFFICE

FIRST FLOOR PLAN

PROJECT MANAGEMENT CONSULTANTS

CLIENT

SCALE

DESIGN CONSULTANTS & COMMERCIAL AGENCIES

BNM INSTITUTE OF TECHNOLOGY

1:100

BANGALORE

#76 "Kasturi Complex" 2nd Floor, Mission Road Bangalore-560027.Ph:080-22234854

NOTES:

ARCHITECTS

#422, Second Foor, 9th Main Road Banashankari IInd Stage Bangalore - 560 070.Ph/Fax: 080-26713360/61/62

DATE

ORIENTATION

07-04-2010

BNMIT/ WD/AR-101

3.

6. 7.

DRAWING NO.

1127-AR-P00-004 11-03-2010 - V9.0, R0

2.

4. 5.

HYDERABAD OFFICE #402, Second Floor, Kaizen Imperial Heights, Street no 2, Umanagar, Begumpet, Hyderabad 500 016.Ph: 040-23401195

LEGENDS

IMPORTANT NOTE

SCHEDULE OF OPENINGS

ABBREVIATIONS

NAME

WHILE EVERY ATTEMPT HAS BEEN MADE IN PREPARATION OF THIS DRAWING TO AVOID MISTAKES.THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR.THE CONTRACTOR ON THE JOB MUST CHECK ALL DIMENSIONS AND OTHER DETAILS AND BE RESPONSIBLE FOR THE SAME. UNLESS OTHERWISE MENTIONED ALL DIMENSIONS ARE IN MILLIMETERS. ALL DIMENSIONS TO BE COUNTER CHECKED AT SITE PRIOR TO CONSTRUCTION. WRITTEN DIMENSIONS TO BE FOLLOWED. ANY DISCREPANCY IN THIS OR ANY OTHER DRAWINGS RELATED TO THIS DRAWING SHALL BE BROUGHT TO THE NOTICE OF ARCHITECTS IMMEDIATELY. THIS DRAWING TO BE READ IN CONJUNCTION WITH RELATED STRUCTURAL AND SERVICES DRAWING . DO NOT SCALE ANY MEASUREMENT FROM THE DRAWINGS.

IN GENERAL [ PROJECT SPECIFIC]

DIMENSION

NO.

FRD D1

1.2MX2.2M 1.2MX2.2M

3 29

D1A

1.2MX2.2M

5

NAME

DIMENSION

NO.

REMARKS

NAME

0.60MX0.6M

405

PATTERN WINDOW

1

ALUMINIUM WINDOW

PW2

0.90MX0.9M

48

PATTERN WINDOW

1 3

ALUMINIUM WINDOW ALUMINIUM WINDOW

2.0MX2.2M

1

SHAKTIMET DOOR

2.0MX2.2M

1

FLUSH DOOR

1.0MX2.2M 1.5MX2.2M

12 3

W2 W3

FLUSH DOOR SHAKTI MET DOOR

W4

5.7MX2.2M

1

4.3MX1.3M

3

4.3MX1.3M

ALUMINIUM WINDOW

7

ALUMINIUM WINDOW

2.0MX2.2M

1

FLUSH DOOR

W5

5.5MX1.3M

4

ALUMINIUM WINDOW

NAME

0.9MX2.2M

4

PVC COATED DOOR

W6

2.13MX1.3M

3

ALUMINIUM WINDOW

DF1

0.75MX2.2M

39

1.0MX2.2M

10

D9A

1.0MX2.2M

2

PVC COATED DOOR

W7 W8

FLUSH DOOR

W9

PVC COATED DOOR

3.5MX1.3M

3

5.2MX1.3M

ALUMINIUM WINDOW

3

5.5MX1.3M

ALUMINIUM WINDOW

1

ALUMINIUM WINDOW

DF2 DC1

DIMENSION

NO.

0.75MX2.2M

9

0.75MX2.2M 0.75MX2.2M

9 16

0.75MX2.2M

DH DP1

0.75MX2.2M 0.75MX2.2M

7 8

FIRE RESISTANT DOOR FIRE RESISTANT DOOR

2

FLUSH DOOR

W12

2.13MX1.3M

1

ALUMINIUM WINDOW

DP2

0.75MX2.2M

7

FIRE RESISTANT DOOR

3.0MX2.2M

1

ALUMINIUM DOOR

FW3

9.5MX1.3M

1

ALUMINIUM WINDOW

DP3

0.75MX2.2M

7

FIRE RESISTANT DOOR

ED2

9.45MX2.2M

1

ALUMINIUM DOOR

SW3

9.5MX1.3M

1

ALUMINIUM WINDOW

9 3

W10

FLUSH DOOR

W11

PVC COATED DOOR

3.5MX1.3M

1

5.3MX1.3M

ALUMINIUM WINDOW

1

8

FIRE RESISTANT DOOR FIRE RESISTANT DOOR

DC2

ALUMINIUM WINDOW

1.5MX2.2M

ED1

1.5MX2.2M

TENDER DRAWING

HYBRID BUILDING

DRAWING NAME

FIRE RESISTANT DOOR

FOURTH FLOOR PLAN [LOWER LVL]

PROJECT MANAGEMENT CONSULTANTS

CLIENT

SCALE

DESIGN CONSULTANTS & COMMERCIAL AGENCIES

MR. NARAYAN RAO MAANAY

1:100

#76 "Kasturi Complex" 2nd Floor, Mission Road Bangalore-560027.Ph:080-22234854

LVL +20.4 M

ARCHITECTS

REMARKS FIRE RESISTANT DOOR

D14

1.5MX2.2M

PROJECT

BNMIT

SCHEDULE OF DUCT OPENINGS

D6 D7

D10

ISSUED AS

STRUCTURAL AND MEP CONSULTANTS

DESIGNTREE SERVICE CONSULTANTS CONSULTING ENGINEERS #7 Laxmi Narasimha Complex 15th Cross 100 Feet Road IVth Phase J.P.Nagar, Bangalore-560078.Ph:080-4122 5481

ALUMINIUM WINDOW

7

4.3MX1.3M

MASTER PLAN

REMARKS

PW1

3.5MX2.1M 5.2MX2.1M 4.3MX1.3M

D3 D4

D8

NO.

ALUMINIUM DOOR

ED4 ED5 W1

D2A

D9

DIMENSION

ED3

FLUSH DOOR

D2

D13

R0

KEY PLAN

REMARKS FIRE RESISTANT DOOR SHAKTI MET DOOR

DATE

ORIENTATION

26-03-2010

BENGALURU OFFICE #422, Second Foor, 9th Main Road Banashankari IInd Stage Bangalore - 560 070.Ph/Fax: 080-26713360/61/62

#402, Second Floor, Kaizen Imperial Heights, Street no 2, Umanagar, Begumpet, Hyderabad 500 016.Ph: 040-23401195

0.939

DRAWING NO.

BNMIT/ TD/AR-104A

1127-AR-P00-004 11-03-2010 - V6.0, R0

0.160

STB 2

HYDERABAD OFFICE

6.000

0.212

6.000 OF WALL SHEAR ISH TE FIN CONCRE

R0

1.665 0.939

3.072

3.258

FLUSH DOOR

DRAWING NAME

° 51

0.75MX2.2M

W11

2 1

9.45MX2.2M

3

8

FIRE RESISTANT DOOR FIRE RESISTANT DOOR

DC2

PVC COATED DOOR

1.5MX2.2M 3.0MX2.2M

ED2

1.5MX2.2M

FOR REFERENCE

HYBRID BUILDING

REMARKS FIRE RESISTANT DOOR

D14 ED1

1.5MX2.2M

PROJECT

BNMIT

SCHEDULE OF DUCT OPENINGS

ALUMINIUM WINDOW

D6

D10

ISSUED AS

STRUCTURAL AND MEP CONSULTANTS

DESIGNTREE SERVICE CONSULTANTS CONSULTING ENGINEERS #7 Laxmi Narasimha Complex 15th Cross 100 Feet Road IVth Phase J.P.Nagar, Bangalore-560078.Ph:080-4122 5481

D7

D13

MASTER PLAN

REMARKS

3.1 71

NO.

1.2MX2.2M 1.2MX2.2M

D1A

0.956

7.

IN GENERAL [ PROJECT SPECIFIC]

DIMENSION

FRD D1

° 51

6.

NAME

71

3.

SCHEDULE OF OPENINGS

ABBREVIATIONS

3.1

2.

LEGENDS

IMPORTANT NOTE

WHILE EVERY ATTEMPT HAS BEEN MADE IN PREPARATION OF THIS DRAWING TO AVOID MISTAKES.THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR.THE CONTRACTOR ON THE JOB MUST CHECK ALL DIMENSIONS AND OTHER DETAILS AND BE RESPONSIBLE FOR THE SAME. UNLESS OTHERWISE MENTIONED ALL DIMENSIONS ARE IN MILLIMETERS. ALL DIMENSIONS TO BE COUNTER CHECKED AT SITE PRIOR TO CONSTRUCTION. WRITTEN DIMENSIONS TO BE FOLLOWED. ANY DISCREPANCY IN THIS OR ANY OTHER DRAWINGS RELATED TO THIS DRAWING SHALL BE BROUGHT TO THE NOTICE OF ARCHITECTS IMMEDIATELY. THIS DRAWING TO BE READ IN CONJUNCTION WITH RELATED STRUCTURAL AND SERVICES DRAWING . DO NOT SCALE ANY MEASUREMENT FROM THE DRAWINGS.

00

00

51

10E 10W

NOTES: 1.

0.3

1.5

DN

31

X

LVL =+21.9M

0

HVAC DUCT

1450

1.35

1645

1ST BASEMENT -4.000

1202

800

16

3500

0

9309

900

525 451 525

900

4N 4S

CORE 01

2595

7198

200

800 2550

1000

1850 875 1000

18400 2218

3300

800

9

200

ELECT. AND COMM DUCT

10719

7570

1000

1550

5

1500

2N 2S

2000

5050

UP

LOCKERS (BOYS)

LVL: 103.50 M

KOTAH FLOORING

450

1000

2050

5400

4200

1650

350

42

1999

2000

3300

6669

3104 750

1925

8557

7627

10253 2626

1600

1500

6050

3165

15883 6003

2648 6728 900

2125

8175

8226

8226

304

2000

RESTROOM AND

12.61 X 5.40 M AREA = 61.97 SQ.M

1000

GL -0.900 A

FIRE DUCT

26

1400

GR.FLOOR ±0.000 (46.15 C.L)

14

PHE DUCT

3685

B

1400

62

DN

12619

2100

8

FIRE ESCAPE EXIT DOOR 1500

750

556

5860

LVL: 103.50 M

KOTAH FLOORING

1500

9290

22

TOILET

PHE DUCT

1950

9301

4507

SLAB LOAD CONSIDER ED = 750 KGS /SQ.M (ENTIRE FLOOR)

7

PHE DUCT

550 200 400 1500

9.88 X 5.65 M 9881 AREA = 46.20 SQ.M LVL: 103.40 M

52

4150 1200 150

CERAMIC FLOORING

60

6555

BATH

2150

6500

450

4115

67

99

4120

20400

1200

BATH

8420

1172

10348

6 2150

KOTAH FLOORING

9935

4349

904

44

82

76

250

CORE 042000

1N 51S

700

FIRE DUCT 2150

6.50X5.43M AREA=41.68 SQ.M LVL: 103.50 M

SLAB LOAD CONSIDER ED = 750 KGS /SQ.M

5498

PHE DUCT

2050

4 750

LOBBY

SPORTS FLOORING

9753

2125

20.40 X9.75 M AREA = 196.95 SQ.M LVL: 103.50 M

6793

R0

200

12751

UP

3139

3503

2850

200

GYMNASIUM

8481

9325

9325

2176

900

7600

1200

1200

DN

100

C

D

E

200 1789

750

3100

KOTAH FLOORING

4150

1500

PHE DUCT

800

6500

900

F

CERAMIC FLOORING

1500

2050

1200

PUBLIC SPACE BELOW

KOTAH FLOORING

ELECT. AND COMM. DUCT

2000

7723

900

1775

2550

1850 7505

29015

1000

3850

100

6500

LVL: 103.50 M

1000

1880

900

2150

PARPAPET

3N

33S

DN KOTAH FLOORING

900

G

43 11

59

2050

LVL: 103.50 M

900

20400

INSTRUCTIONAL AREA 20.40X16.21M KOTAH FLOORING

OPEN BELOW

100

UP

AREA = 345.65 SQ.M LVL: 103.50 M

1700

5504

750

5464

2150

900 MM HIGH

SERVICES

2

CORE 01

2000

1255

4543

3358

944

8082

750

700

700

1950

ELECT. AND COMM. DUCT

7

22640

OPENINGS TO FURTHER DETAIL 2850

2150

2150

9

3961

7460

941

7326

5625

4844

12786

11638

DN

LVL: 103.50 M

700 750

FIRE DUCT

8

9184

250

KOTAH FLOORING

4

5 6

8407

10122 944

PHE DUCT

856

BNMIT/ WD/AR-104B

8213

CERAMIC FLOORING

1506

750

1000

5521

2000

6532

2000

250

1506

856

8676

12853

903

7831

CORE 03 2050

UP

750

2703

4543

2

3

753

H

J

K 1506

4S

07-04-2010

10E 10W

M

1

1ST FLOOR +3.900

5E 5W

A

B

ORIENTATION

DRAWING NO.

6E 6W

C

27033

12E 12W

D

E

30748

DATE

1127-AR-P00-004 11-03-2010 - V9.0, R0

7E 7W

F

1

8E 8W

G

H

J

K

1:100

BANGALORE

#76 "Kasturi Complex" 2nd Floor, Mission Road Bangalore-560027.Ph:080-22234854

9E 9W

M

SCALE

BNM INSTITUTE OF TECHNOLOGY

1000

3

CLIENT

5284

1.5MX2.2M

PROJECT MANAGEMENT CONSULTANTS

DESIGN CONSULTANTS & COMMERCIAL AGENCIES

30 A

B

Q + 99.61 M AVERAGE ROAD LEVEL

ENTRANCE FEATURE 03

01

GROUND FLOOR

LVL: 99.30 M

2.7 00

0.160

1.280

b

51°

SLOPE UP FROM LVL: 101.00M TO LVL: 101.30 M

2.392

1950

2218

1.486

750 700

LVL: 107.00 M

KOTAH FLOORING

UP

2700

PH TOILET

2.30x2.70m AREA=6.21 SQ.M

1200

ELECT. AND COMM. DUCT 1500

3800

1200

1200

LVL: 97.30 M

KOTAH FLOORING

525 450 525

1000

1200 1000

1200

1051 750

1200

LVL: 106.90 M

TOILETS (LADIES) 3.80X3.80M AREA=14.45 SQ.M

6M WIDE DRIVEWAY LVL: 101.30 M

6M WIDE DRIVE

PAVERS FLOORING

2000

250

VEHICULAR EXIT

ROAD LVL: 97.00

WAY

6M WIDE DRIVE WAY - RAMP DOWN TO LVL: 99.20 M

SLAB LOAD CONSIDERED = FIRE TENDER MOVEMENT

LANDSCAPE

VEHICULAR EXIT

2050

CORE 02

30

CONCRETE FLOORING

LVL: +99.20 M

PAVERS FLOORING

PAVERS FLOORING

30

PAVERS FLOORING

LANDSCAPE

M

PLAN AT TERRACE FLOOR LE

A 4. 5.

WHILE EVERY ATTEMPT HAS BEEN MADE IN PREPARATION OF THIS DRAWING TO AVOID MISTAKES.THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR.THE CONTRACTOR ON THE JOB MUST CHECK ALL DIMENSIONS AND OTHER DETAILS AND BE RESPONSIBLE FOR THE SAME. UNLESS OTHERWISE MENTIONED ALL DIMENSIONS ARE IN MILLIMETERS. ALL DIMENSIONS TO BE COUNTER CHECKED AT SITE PRIOR TO CONSTRUCTION. WRITTEN DIMENSIONS TO BE FOLLOWED. ANY DISCREPANCY IN THIS OR ANY OTHER DRAWINGS RELATED TO THIS DRAWING SHALL BE BROUGHT TO THE NOTICE OF ARCHITECTS IMMEDIATELY. THIS DRAWING TO BE READ IN CONJUNCTION WITH RELATED STRUCTURAL AND SERVICES DRAWING . DO NOT SCALE ANY MEASUREMENT FROM THE DRAWINGS.

IMPORTANT NOTE

LEGENDS

ABBREVIATIONS

SCHEDULE OF OPENINGS NAME FRD D1 D1A

IN GENERAL [ PROJECT SPECIFIC]

Working Drawings

DIMENSION

NO.

1.2MX2.2M 1.2MX2.2M

3 29

1.2MX2.2M

5

REMARKS FIRE RESISTANT DOOR SHAKTI MET DOOR FLUSH DOOR

D2

2.0MX2.2M

1

SHAKTIMET DOOR

D2A

2.0MX2.2M

1

FLUSH DOOR

D3 D4

1.0MX2.2M 1.5MX2.2M

12 3

D6 D7 D8

2.0MX2.2M 0.9MX2.2M

1 4

0.75MX2.2M

39

D9

1.0MX2.2M

10

D9A

1.0MX2.2M

2

KEY PLAN NAME

DIMENSION

NO.

REMARKS

ED3

5.7MX2.2M

1

ALUMINIUM DOOR

ED4

3.5MX2.1M

1

ALUMINIUM WINDOW

ED5 W1

5.2MX2.1M 4.3MX1.3M

1 3

ALUMINIUM WINDOW ALUMINIUM WINDOW

W2 W3

4.3MX1.3M 4.3MX1.3M

3 7

W4

4.3MX1.3M

7

ALUMINIUM WINDOW

FLUSH DOOR

W5

5.5MX1.3M

4

ALUMINIUM WINDOW

PVC COATED DOOR PVC COATED DOOR FLUSH DOOR PVC COATED DOOR

W6 W7 W8 W9

2.13MX1.3M 3.5MX1.3M 5.2MX1.3M 5.5MX1.3M

3 3 3 1

NAME PW1 PW2

DIMENSION

NO.

0.60MX0.6M

405

PATTERN WINDOW

48

PATTERN WINDOW

0.90MX0.9M

REMARKS

ALUMINIUM WINDOW ALUMINIUM WINDOW ALUMINIUM WINDOW ALUMINIUM WINDOW

1.5MX2.2M

9

FLUSH DOOR

W10

3.5MX1.3M

1

ALUMINIUM WINDOW

1.5MX2.2M

3

PVC COATED DOOR

W11

5.3MX1.3M

1

ALUMINIUM WINDOW

MASTER PLAN

PROJECT

BNMIT

FOR REFERENCE

HYBRID BUILDING

DRAWING NAME

DF1 DF2 DC1

DIMENSION

NO.

0.75MX2.2M

9

0.75MX2.2M 0.75MX2.2M

9 16

1.

#422, Second Foor, 9th Main Road Banashankari IInd Stage Bangalore - 560 070.Ph/Fax: 080-26713360/61/62

REMARKS FIRE RESISTANT DOOR FIRE RESISTANT DOOR FIRE RESISTANT DOOR

DC2

0.75MX2.2M

8

FIRE RESISTANT DOOR

DH DP1

0.75MX2.2M 0.75MX2.2M

7 8

FIRE RESISTANT DOOR FIRE RESISTANT DOOR

D14 ED1

1.5MX2.2M 3.0MX2.2M

2 1

FLUSH DOOR ALUMINIUM DOOR

W12

2.13MX1.3M

1

ALUMINIUM WINDOW

DP2

0.75MX2.2M

7

FIRE RESISTANT DOOR

FW3

9.5MX1.3M

1

ALUMINIUM WINDOW

DP3

0.75MX2.2M

7

FIRE RESISTANT DOOR

ED2

9.45MX2.2M

1

ALUMINIUM DOOR

SW3

9.5MX1.3M

1

ALUMINIUM WINDOW

PROJECT MANAGEMENT CONSULTANTS

CLIENT

SCALE

DESIGN CONSULTANTS & COMMERCIAL AGENCIES

BNM INSTITUTE OF TECHNOLOGY

1:100

#76 "Kasturi Complex" 2nd Floor, Mission Road Bangalore-560027.Ph:080-22234854

BANGALORE

1127-AR-P00-004 11-03-2010 - V9.0, R0

NOTES:

ARCHITECTS

BENGALURU OFFICE

SECOND FLOOR PLAN

SCHEDULE OF DUCT OPENINGS NAME

ISSUED AS

STRUCTURAL AND MEP CONSULTANTS

DESIGNTREE SERVICE CONSULTANTS CONSULTING ENGINEERS #7 Laxmi Narasimha Complex 15th Cross 100 Feet Road IVth Phase J.P.Nagar, Bangalore-560078.Ph:080-4122 5481

ALUMINIUM WINDOW ALUMINIUM WINDOW

FLUSH DOOR SHAKTI MET DOOR

D10 D13

2.7

DN

CERAMIC FLOORING

450 3.

19°

103° 1.498

3.629

PHE DUCT 550 800

01

LVL = +36.00M

2800

800

5450

1200

1350

3996

2.5 M WIDE CORRIDOR

2700

Q

ROAD LEVEL

R 2.

7.

1.6

97°

550

2333

GROUND FLOOR

LVL: 99.30 M

+ 98.91 M AVERAGE

6.

07

1.439

SLAB LOAD CONSIDERED = 750 KGS /SQ.M

1500

NOTES:

01

2.7

21.455

600

HVAC DUCT

1.

13.502

LVL +32.25M

PUBLIC SPACE

LVL: 99.60 M

UP

8396

3117

8175

700 1850 1699 1200 750

900

6M WIDE DRIVEWAY LVL: +99.20 M

EARTH FILL

3.1 71

NATURAL FILLL: +97.00 M FILL LVL : +98.90M

EARTH FILL

LVL: 107.00 M

GRANITE FLOORING

2296

9885

7085

A

2010

1500

3447

2706

3106

3475

1000

200

4345

0.979

B22 800X1200

LANDSCAPE

5820

SLAB LOAD CONSIDER ED = 500 KGS /SQ.M

8175

7175

675 1000

8420

898

5727 2300

GALLERY

LVL:102.40 M

5430

200 1000

31

8029

3998 4500

2.6

07

.200

13

1.500

2000

00

TO BE DISMANTLED

1850

4300

5300

800

1000

1000

2000

3472 200 1000

7679

8503

6728

1000

7085

1999

1.5

FIRE DUCT 2150

2.643

250

GRANITE FLOORING

5498

2000

0.946

DN LVL =+33.6M

EXISTING COLLEGE BUILDING

LVL: 107.00 M

13370

6820

CORE 04

LVL: 102.00M

LVL: 101.00M

LVL: 99.15 M

FLOOR LEVEL-102.40

6.00Mx9.55M AREA=65.27 SQ.M

24500

4500

2050

PAVERS FLOORING

PLAYGROUND

LVL: 107.00 M

12804

UP

SLOPE UP FROM LVL: +98.90 M TO LVL: 99.15M

LOBBY

1979

7548

KOTAH FLOORING

DN

9

900

SLAB LOAD CONSIDERED FOR FIRE TENDER MOVEMENT

RAMP UP FROM LVL: 98.90 TO LVL: 99.30 PAVERS FLOORING

SLAB LOAD CONSIDERED FOR FIRE TENDER MOVEMENT

MASONRY / RCC UPSTAND

3.288

2175

3000

902

8676

1000

4260

5985

1200

LVL: 107.00 M

900

750

1000 1000 1850 10076

450

2098

900

2175

PAVERS FLOORING

PAVERS FLOORING

300 MM WIDE DRAIN CONNECTED TO PHE DUCT SLAB LOAD CONSIDERED FOR FIRE TENDER MOVEMENT RCC RETAINING WALL TO HOLD THE EARTH FILL

1.291

900

900

LVL: +98.90 M

RAMP DN FROM LVL: +99.20 M TO LVL: +98.90 M

LVL: +99.20 M

PAVERS FLOORING

3000 4375

00 1.5

1155

9785

750

3100 2122

2175

13730

4570

PARPAPET

2050

900

DN

Q

PLAN AT SEVENT

°

2150

900 MM HIGH

2175

5860

LVL: +97.00 M

PAVERS FLOORING

6M WIDE DRIVEWAY RAMP UP FROM LVL: 98.90 M TO LVL: 101.00 M

PLAN AT SIXTH FLOOR LEVEL

51

ELECT. AND COMM. DUCT

SERVICES ELECT. AND COMM. DUCT

7

900

0

2000

2175

EXISTING TRANSFORMER YARD

DN

LVL: 107.00 M

KOTAH FLOORING

1200

1500

4021

EXISTING WELL 3.88 X 3.70 M BELOW RAMP

EXTENT OF THE UG SUMP BELOW

UP

200

1844

8146

900 350

6000

12800

2000

855

7470

900

900

2150

5 6

2000

8525

1000

22700

LVL: 102.00M

UP

35

1000

PAVERS FLOORING

0.0

2400

SLAB LOAD CONSIDER ED = 500 KGS /SQ.M 9185

7750

700

1975

FIRE DUCT

2850

LANDSCAPE STRIP

3.5 M WIDE RAMP DOWN TO BASEMENT, 18 M LENGTH SLOPE 1:10

2000

AREA

SQ.M

3250

4544

4844

LVL: 107.00 M

KOTAH FLOORING

750

9620 1925

5375

INSTRUCTIONAL

AREA = 753.50

895

DN

LVL: 107.00 M

700

4800

LVL:97.30M

2050 250

22.59 X 6.65 M AREA = 169.56 SQ.M LVL: 107.00 M

VITRIFIED FLOORING

UP

KOTAH FLOORING

4

CORE 01

2000

STAFF LOUNGE

6220

3

3798

3493

2441

2000

2672

2000

250

8

ENTRANCE FEATURE 01 LVL: 98.00M

ROAD LVL:97.00M

CORE 03 2050

R

ENTRANCE FEATURE 02

27035

5.2

C

D

E

A

F

30746

00

G

H

J

K

30

5.0

M

1 2

3.444

FIRE RESISTANT DOOR FIRE RESISTANT DOOR

8

3.240

9 16

0.75MX2.2M

2561

0.75MX2.2M 0.75MX2.2M

DC2

3174

DF2 DC1

ALUMINIUM WINDOW

HYDERABAD OFFICE #402, Second Floor, Kaizen Imperial Heights, Street no 2, Umanagar, Begumpet, Hyderabad 500 016.Ph: 040-23401195

3068

ALUMINIUM WINDOW

1

2000

ALUMINIUM WINDOW

3

5.5MX1.3M

4091

3

5.2MX1.3M

W9

2241

9

3.5MX1.3M

W8

2241

1.5MX2.2M

W7

FLUSH DOOR

D14 ED1

D13

ARCHITECTS

BENGALURU OFFICE #422, Second Foor, 9th Main Road Banashankari IInd Stage Bangalore - 560 070.Ph/Fax: 080-26713360/61/62

FOURTH FLOOR PLAN [UPPER LVL]

650

D10

PVC COATED DOOR PVC COATED DOOR

1789

2

DRAWING NAME

200

10

FOR REFERENCE

HYBRID BUILDING

6

39

1.0MX2.2M 1.0MX2.2M

6655

D8

PROJECT

BNMIT

REMARKS

588

0.75MX2.2M

D9

ISSUED AS

STRUCTURAL AND MEP CONSULTANTS

DESIGNTREE SERVICE CONSULTANTS CONSULTING ENGINEERS #7 Laxmi Narasimha Complex 15th Cross 100 Feet Road IVth Phase J.P.Nagar, Bangalore-560078.Ph:080-4122 5481

FIRE RESISTANT DOOR

3.258

PATTERN WINDOW

9

1

PATTERN WINDOW

48

NO.

SW

405

DIMENSION

5.0 00

NO.

0.60MX0.6M 0.90MX0.9M

0.75MX2.2M

2.7 00

DIMENSION

DF1

1803

PW1 PW2

SCHEDULE OF DUCT OPENINGS NAME

750

ALUMINIUM WINDOW ALUMINIUM WINDOW

4340

NAME

ALUMINIUM WINDOW ALUMINIUM WINDOW

ALUMINIUM WINDOW

4090

7 4

5969

REMARKS ALUMINIUM DOOR ALUMINIUM WINDOW ALUMINIUM WINDOW ALUMINIUM WINDOW

3 7

3

900

1 1

4.3MX1.3M 5.5MX1.3M 2.13MX1.3M

4917

NO.

1 3

4.3MX1.3M 4.3MX1.3M

W4 W5 W6

2025

5.7MX2.2M 3.5MX2.1M 5.2MX2.1M 4.3MX1.3M

W3

FLUSH DOOR PVC COATED DOOR

2484

DIMENSION

W2

FLUSH DOOR SHAKTI MET DOOR

1 4

52

ED3 ED4 ED5 W1

SHAKTIMET DOOR FLUSH DOOR

12 3

2.0MX2.2M 0.9MX2.2M

21

NAME

FLUSH DOOR

1 1

1.0MX2.2M 1.5MX2.2M

D6 D7

D9A

MASTER PLAN

KEY PLAN

REMARKS FIRE RESISTANT DOOR SHAKTI MET DOOR

5

2.0MX2.2M 2.0MX2.2M

D3 D4

2000

3 29

1.2MX2.2M

D2 D2A

3163

NO.

1.2MX2.2M 1.2MX2.2M

D1A

20

DIMENSION

FRD D1

12

NAME

2

7.

SCHEDULE OF OPENINGS

ABBREVIATIONS

IN GENERAL [ PROJECT SPECIFIC]

64

6.

LEGENDS

IMPORTANT NOTE

WHILE EVERY ATTEMPT HAS BEEN MADE IN PREPARATION OF THIS DRAWING TO AVOID MISTAKES.THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR.THE CONTRACTOR ON THE JOB MUST CHECK ALL DIMENSIONS AND OTHER DETAILS AND BE RESPONSIBLE FOR THE SAME. UNLESS OTHERWISE MENTIONED ALL DIMENSIONS ARE IN MILLIMETERS. ALL DIMENSIONS TO BE COUNTER CHECKED AT SITE PRIOR TO CONSTRUCTION. WRITTEN DIMENSIONS TO BE FOLLOWED. ANY DISCREPANCY IN THIS OR ANY OTHER DRAWINGS RELATED TO THIS DRAWING SHALL BE BROUGHT TO THE NOTICE OF ARCHITECTS IMMEDIATELY. THIS DRAWING TO BE READ IN CONJUNCTION WITH RELATED STRUCTURAL AND SERVICES DRAWING . DO NOT SCALE ANY MEASUREMENT FROM THE DRAWINGS.

75

4. 5.

7

3.

1013

2.

1200

NOTES: 1.

DATE 07-04-2010

ORIENTATION

3.

6. 7.

DRAWING NO.

BNMIT/ WD/AR-102

2.

4. 5.

HYDERABAD OFFICE #402, Second Floor, Kaizen Imperial Heights, Street no 2, Umanagar, Begumpet, Hyderabad 500 016.Ph: 040-23401195

R0

WHILE EVERY ATTEMPT HAS BEEN MADE IN PREPARATION OF THIS DRAWING TO AVOID MISTAKES.THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR.THE CONTRACTOR ON THE JOB MUST CHECK ALL DIMENSIONS AND OTHER DETAILS AND BE RESPONSIBLE FOR THE SAME. UNLESS OTHERWISE MENTIONED ALL DIMENSIONS ARE IN MILLIMETERS. ALL DIMENSIONS TO BE COUNTER CHECKED AT SITE PRIOR TO CONSTRUCTION. WRITTEN DIMENSIONS TO BE FOLLOWED. ANY DISCREPANCY IN THIS OR ANY OTHER DRAWINGS RELATED TO THIS DRAWING SHALL BE BROUGHT TO THE NOTICE OF ARCHITECTS IMMEDIATELY. THIS DRAWING TO BE READ IN CONJUNCTION WITH RELATED STRUCTURAL AND SERVICES DRAWING . DO NOT SCALE ANY MEASUREMENT FROM THE DRAWINGS.

IMPORTANT NOTE

LEGENDS

ABBREVIATIONS

SCHEDULE OF OPENINGS NAME FRD D1 D1A

IN GENERAL [ PROJECT SPECIFIC]

DIMENSION

NO.

1.2MX2.2M 1.2MX2.2M

3 29

1.2MX2.2M

5

REMARKS FIRE RESISTANT DOOR SHAKTI MET DOOR FLUSH DOOR

D2

2.0MX2.2M

1

SHAKTIMET DOOR

D2A

2.0MX2.2M

1

FLUSH DOOR

D3 D4

1.0MX2.2M 1.5MX2.2M

12 3

D6 D7

2.0MX2.2M

1

0.9MX2.2M

4

0.75MX2.2M

39

D9

1.0MX2.2M

10

D9A

1.0MX2.2M

2

D8

FLUSH DOOR SHAKTI MET DOOR FLUSH DOOR PVC COATED DOOR

KEY PLAN NAME ED3 ED4 ED5 W1 W2 W3 W4 W5 W6

DIMENSION 5.7MX2.2M 3.5MX2.1M 5.2MX2.1M 4.3MX1.3M 4.3MX1.3M 4.3MX1.3M 4.3MX1.3M 5.5MX1.3M 2.13MX1.3M

NO. 1 1 1 3 3 7 7 4 3

REMARKS ALUMINIUM DOOR ALUMINIUM WINDOW

W7

3.5MX1.3M

3

ALUMINIUM WINDOW

FLUSH DOOR

W8

5.2MX1.3M

3

ALUMINIUM WINDOW

5.5MX1.3M

1

PW1 PW2

DIMENSION 0.60MX0.6M 0.90MX0.9M

NO.

REMARKS

405

PATTERN WINDOW

48

PATTERN WINDOW

MASTER PLAN

DF1 DF2 DC1

DIMENSION

NO.

0.75MX2.2M

9

0.75MX2.2M 0.75MX2.2M

9 16

ISSUED AS

STRUCTURAL AND MEP CONSULTANTS

PROJECT

DESIGNTREE SERVICE CONSULTANTS CONSULTING ENGINEERS

BNMIT

FOR REFERENCE

HYBRID BUILDING

DRAWING NAME

#7 Laxmi Narasimha Complex 15th Cross 100 Feet Road IVth Phase J.P.Nagar, Bangalore-560078.Ph:080-4122 5481

REMARKS FIRE RESISTANT DOOR FIRE RESISTANT DOOR FIRE RESISTANT DOOR

DC2

0.75MX2.2M

8

FIRE RESISTANT DOOR

9

FLUSH DOOR

W10

3.5MX1.3M

1

ALUMINIUM WINDOW

3

PVC COATED DOOR

W11

5.3MX1.3M

1

ALUMINIUM WINDOW

DH DP1

0.75MX2.2M 0.75MX2.2M

7 8

FIRE RESISTANT DOOR FIRE RESISTANT DOOR

D14

1.5MX2.2M

2

FLUSH DOOR

W12

2.13MX1.3M

1

ALUMINIUM WINDOW

DP2

0.75MX2.2M

7

FIRE RESISTANT DOOR

ED1 ED2

3.0MX2.2M 9.45MX2.2M

1 1

ALUMINIUM DOOR ALUMINIUM DOOR

FW3

9.5MX1.3M

1

ALUMINIUM WINDOW

DP3

0.75MX2.2M

7

FIRE RESISTANT DOOR

SW3

9.5MX1.3M

1

ALUMINIUM WINDOW

PROJECT MANAGEMENT CONSULTANTS

CLIENT

SCALE

DESIGN CONSULTANTS & COMMERCIAL AGENCIES

BNM INSTITUTE OF TECHNOLOGY

1:150

#76 "Kasturi Complex" 2nd Floor, Mission Road Bangalore-560027.Ph:080-22234854

BANGALORE

1127-AR-P00-004 11-03-2010 - V9.0, R0

PLAN AT NINTH FLOOR LEVEL

ARCHITECTS

SITE LAYOUT [ROOF PLAN]

SCHEDULE OF DUCT OPENINGS NAME

ALUMINIUM WINDOW

1.5MX2.2M 1.5MX2.2M

PVC COATED DOOR

W9

NAME

ALUMINIUM WINDOW ALUMINIUM WINDOW ALUMINIUM WINDOW ALUMINIUM WINDOW ALUMINIUM WINDOW ALUMINIUM WINDOW ALUMINIUM WINDOW

PVC COATED DOOR

D10 D13

DATE 07-04-2010

ORIENTATION

BENGALURU OFFICE #422, Second Foor, 9th Main Road Banashankari IInd Stage Bangalore - 560 070.Ph/Fax: 080-26713360/61/62

HYDERABAD OFFICE #402, Second Floor, Kaizen Imperial Heights, Street no 2, Umanagar, Begumpet, Hyderabad 500 016.Ph: 040-23401195

DRAWING NO.

BNMIT/ WD/AR-100A1

R0

Q


R ACC(p)

75MM HIGH VITRIFIED TILES SKIRTING KOTAH STONE (600 X 600) 75 MM HIGH KOTAH SKIRTING BRUSHED CONCRETE FINISH

4" X 4" HUNTER DOUGHLESS GRID CEILING

16mm Thk. MS plate

VT1

10 X 50 MM SS FINISHED PLATE BALUSTER @ 1.5 C/C MAX

KOT

50 MM DIA S S FINISHED FIXTURE ATTACHED TO BALUSTER CONNECTOR

KOT1

38MM DIA S S FINISHED TWO PIECE BALUSTER CONNECTOR WITH SCREW FIXING

BCF

DETAILED PLAN OF TREAD 6MM COLOURED COATED GLASS ( SAINT GOBAIN OR EQUIVALENT)

RCC TREAD

14. FOR ALL STEEL FABRICATION , ACP AND GLAZING WORKS ,THE CONTRACTOR SHALL PRODUCE DETAILEDSHOP DRAWINGS FOR ARCHITCTS APPROVAL BEFORE PLACING ORDER /EXECUTING SAME AT SITE.

REVISION

31.08.09 26.11.09

DELT BY

DATE

MEGHANA

DRAWN. BY RAMESHWARI

BE CHECKED AT SITE BY THE CONTRACTOR

ALL MEASUREMENTS MUST

SCALE - 1: 100

31.08.09

NORTH BLOCK STAIRCASE ST1

TITLE

NORTH

AR 35b R2

DRG. NO. MA CP

6.000

STAINLESS STEEL CLADDING.( BRUSHED STEEL OR EQUIVALENT)

8MM THK CLEAR GLASS PANEL

CCG

4

SSC

3

7MM HIGH RIVER WASHED GRANITE SKIRTING

2

600 X 1200 BLACK GRANITE

| DETAIL-A

600 X 600 VITRIFIED TILES WITH 5MM APPL COLOUR OF BAL ADDHESIVE GROUT

elevation | scale 1: 10 DETAILS ADDED DETAILS REVISED

SCALE 1:10 R1 R2

DETAILED TREAD ELEVATION

BRG

24 Thk screed

60 VT

16mm Thk. M.S.plate

REVISIONS NO DATE

8MM THK CLEAR GLASS PANEL

5. FOR STAIRCASE AND TOILETS FOLLOW RESPECTIVE DETAILED DRAWINGS 6. DO NOT SCALE THIS DRAWING ONLY WRITTEN DIMENSIONS TO BE FOLLOWED. 7. ALL DIMENSIONS ARE IN METRE UNLESS OTHERWISE SPECIFIED. 8. THIS DRAWING SHALL BE READ IN CONJUNCTION WITH THE RELEVANT STRUCTURAL/PLUMBING-SANITARY/ELECTRICAL/H V A C /SERVICES DRAWINGS. 9. FOLLOW STRUCTURAL MEMBERS DIMENSION FROM RELEVANT STRUCTURAL DRAWINGS. 10. ALL FLOORING/DADO TILES UNLESS SPECIFIED SHALL BE LAID WITH SPACERS OF 2MM-5MM WIDE JOINT BETWEEN THE TILES AND JOINTS SHALL BE FINISHED WITH APPROVED BAL ADHESIVE EPOXY GROUT. 11. THE 0.00 MTS LVL REFERS TO THE EXISTING SITE GROUND LVL.

LVL =+37.5M

NOTE : 1. ALL BRICK WALLS EXTERNALLY FINISHED WITH 25MM THK SAND FACED PLASTER IN TWO COATS WITH EXTERNAL PAINT OF FENOTEX SHADE AS APPROVED BY THE ARCHITECT UNLESS SPECIFIED 2. ALL EXTERNAL STEPS TO BE FINISHED WITH 20MM ( AVG.) THK APRVD. ROUGH GOLDEN LIME STONE TREADS UNLESS SPECIFIED 3. ALL BRICK WALLS SHALL BE FINISHED WITH 20MM THK APPROVED INTERNAL PLASTER AND APPROVED JOTASHIELD INTERNAL PAINT/ .

DN

RWG 1

WALLS/CEILING

30

NEERU FACED PLASTER

TREAD 1500 X 350 USING 20 Thk. black honde granite

6.000

SMOOTH CEMENT PLASTER

° APPROVAL STAMP

ARCHITECT

THIS DRAWING IS COPYRIGHTED. IT IS PROPERTY OF KAMAL S. MALIK AND IS NOT TO BE REPRODUCED, SUPPLIED, HANDED OVER TO A THIRD PARTY OR USED FOR PURPOSE OTHER THAN FOR WHICH IT HAS BEEN INTENDED

CIPLA, VIKHROLI.

PROPOSED R&D CENTRE

CLIENT

6.000

PLASTIC EMULSION PAINT

163

0.160

OIL BOUND DISTEMPER

1.723

b

SCP

6.000

OBD

LVL +28.2M

NFP

SW2 2.392 1.665

PEP

R 50

SKIRTING CEILING WALL

TH FLOOR LEVEL 0.7 X

ROOM

00

LEGEND

0.2

FINISHES

45

FLOORING

2.6

IPS FLOORING WITH IRON TOPPINGS

31 B22 800X1200

RIVER WASHED GRANITE ( BLACK OR EQUIVALENT)

EVEL 45

LVL =+29.7M

POURED CONCRETE FINISH WITH SILICON COATING HAVING 5MM STAINLESS STEEL STRIP JOINT AS PER DRAWING

UP 00

00

1.5

5.0

X

GENERAL NOTES

0.160 X

FLOORING/SKIRTING

4.200

2.6 00

00

2.7

0.2

PCSS

B22 800X1200

3.102

00

IPSI

DN

0.0 35

1.5

LVL =+25.8M

RWG

71

LVL +24.3 M 3.1

0.515

0.956

3.629

50

50

STB 1

3.444

STB 1 0.3

0.350

LVL +3.6 M

°

A

0.7 3.054

STB 1

51

°

51

b 0.956

41°

00

2.7

300

0.450

1.500

35

PLAN AT EIGHTH FLOOR LEVEL Q R

50 MM DIA S S FINISHED FIXTURE ATTACHED TO BALUSTER CONNECTOR

38MM DIA S S FINISHED TWO PIECE BALUSTER CONNECTOR WITH SCREW FIXING M.S. DOUBLE PLATE STRINGER 12mm x 350 mm EACH 60MM DIA ELLIPTICAL PIPE RAILING SS FINISHED

10 X 50 MM SS FINISHED PLATE BALUSTER @ 1.5 C/C MAX

B22

STB 1

LVL +5.70 M

ENTRANCE

UPPER BASEMENT

LOWER BASEMENT

ION A-A B22

LVL +20.55 M

LVL +18.0M

LVL +12.75 M

PARKING @ 0.15M

STB 1

LVL +9.30 M

SECTION AA [ALT] STILT LOBBY

LVL +28.35 M

LVL +25.8 M B22

B22

SEVENTH FLOOR LEVEL + 21.075 m

CORRIDOR SIXTH FLOOR LEVEL + 18.20 m

CORRIDOR FIFTH FLOOR LEVEL + 15.425 m

CORRIDOR FOURTH FLOOR LEVEL + 12.60 m

CORRIDOR THIRD FLOOR LEVEL + 9.775 m

150 75

CORRIDOR SECOND FLOOR LEVEL + 6.95 m

CORRIDOR FIRST FLOOR LEVEL + 4.125 m

2400.0

CORRIDOR

1075.0

STAIR HEADROOM

GROUND FLOOR LEVEL + 0.30 m AVG GROUND LVL ± 0.00 m

150.0

2825.0

DET Y

TERRACE FLOOR LEVEL + 23.90 m

B22

C

HALL 2.70 x 3.75 [9'0"x12'3"]

BALCONY - PART PLAN

2400.0

BALCONY 2.70 M x 1.20M

LVL +7.05 M STB 1

BALCONY 2.70 M x 1.20M

STB 1

FIN SEPARATING BALCONIES

150.0

STUDIO APARTMENT - SECTION

400.0

LMR FLOOR LEVEL + 26.80 m

100.0

300

100

LMR OHT FLOOR LEVEL + 26.70 m

FIN WALL SEPARATING BALCONIES

150MM GAP 600 600

2825.0

1075.0

2400

2800

[INCL FREEBOARD]

2825.0

2825

LVL +29.7 M 1.35Mx2.55M x4.50M [STUDIO, 1 BHK, 2 BHK]

75

2825

LVL +32.25M

DOM OHT

1075

2825

[INCL FREEBOARD]

4550

4400

4360

4360

4500

LVL +37.5 M

PERFORATED PARAPET

CONICAL PERFORATIONS

DET X

DET Z 2400

600 600

140

BALCONY HALL

BALCONY HALL

BALCONY HALL

150 75

DETAIL

2825.0

2000

175

140

OHT TOP/LMR ROOF LEVEL + 31.35 m

300 100

LVL +24.45 M

33350

FIRE OHT

150 150 100

LVL +21.9M

2825

B22

300.0

23900

2.25Mx2.55Mx4.50M [STUDIO,1 BHK, 2 BHK]

1075

2825

LVL +33.6 M

300 100

LVL +16.65 M

2825

GYM

3825

LVL +14.1M

2825

LVL +36.00M

LIFT SHAFT

LVL +10.65 M

3825

YOGA

C

75

STB 1

1.500

0.0

LIGHTENING ARRESTOR LEVEL + 33.35 m

B

BALCONY - PART ELEVATION

B SECTION BB DET Z

DETAIL Y

X

STB 1

100MM THICK PRECAST PERFORATED PAPAPET

LVL +2.25 M

InFORM ARCHITECTS


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